CN102011439A - Staged Yield Type Mild Steel Damper - Google Patents
Staged Yield Type Mild Steel Damper Download PDFInfo
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- CN102011439A CN102011439A CN201010556734.XA CN201010556734A CN102011439A CN 102011439 A CN102011439 A CN 102011439A CN 201010556734 A CN201010556734 A CN 201010556734A CN 102011439 A CN102011439 A CN 102011439A
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- 229910001209 Low-carbon steel Inorganic materials 0.000 title claims abstract description 65
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 134
- 239000010959 steel Substances 0.000 claims abstract description 134
- 238000005265 energy consumption Methods 0.000 claims abstract description 45
- 238000013016 damping Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 4
- 230000021715 photosynthesis, light harvesting Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000013461 design Methods 0.000 abstract description 3
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 230000035939 shock Effects 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 7
- 239000002184 metal Substances 0.000 description 7
- 229910052751 metal Inorganic materials 0.000 description 7
- 230000000694 effects Effects 0.000 description 5
- 230000004044 response Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Dampers (AREA)
Abstract
The invention discloses a staged yielding type mild steel damper, which consists of a rectangular connecting steel plate (1), a folding surface connecting steel plate (2), a mild steel energy consumption steel sheet (3) and a hoop member (4), wherein the rectangular connecting steel plate and the folding surface connecting steel plate are arranged in parallel relatively; the two ends of the soft steel energy-consuming steel sheet (3) are respectively vertically embedded into the hollows of the rectangular connecting steel plate (1) and the folded surface connecting steel plate (2) in the hollow form, and the parts of the two ends of the soft steel energy-consuming steel sheet (3) extending out of the rectangular connecting steel plate (1) and the folded surface connecting steel plate (2) are connected with the hoop component (4). The invention adopts the design of the folded surface connecting steel plate and the long and short mild steel energy-consuming steel sheets, realizes the aim of staged energy dissipation and shock absorption of the damper, and has the characteristics of simple structure, good durability, easy installation and replacement and small influence on the building function and appearance; the energy-dissipation damping member is suitable for new construction or reconstruction construction engineering of multi-layer and high-rise concrete or steel structures, and can be used as an energy-dissipation damping member to solve the safety problem of a building structure under the action of an earthquake.
Description
Technical field
The invention belongs to civil engineering antidetonation and damping field, relate in particular to the metal energy-consumption damper in the structural damping control system, a kind of specifically mild steel damper of surrender type stage by stage that can increase structural damping, reduce structural response in the earthquake.
Background technology
The metal energy-consumption damper is to utilize the multi-form plasticity hysteresis of metal to be out of shape to come consumed energy.Because metal has good hysteretic characteristic after entering plastic state, and absorbs big energy in elastoplasticity hysteresis deformation process, thereby be used to make energy dissipative device dissimilar and structure.From stress form, can be divided into axial surrender type, shear yielding type, crooked surrender type and torque yield type damper.Formed the representativeness of product: X type and triangle energy consumer, torsion beam energy consumer, bent beam energy consumer, the capable steel plate energy consumer of U, rod iron energy consumer, annulus energy consumer, two annulus energy consumer, the annulus energy consumer etc. of putting more energy into.Than other types dampers such as its viscoelastic type, friction-type, viscid liquid-types, metal damper is easily processed, the hysteresis stable performance, to be easy to replacing, cost and maintenance cost cheap, therefore is widely used in the seismic hardening and the reparation field of engineering structures.
The at present known most planform of metal energy-consumption damper is single, and seismic forces is less, when not reaching the damper yield stress, though damper has displacement, but still under elastic stage, seismic energy is dissipated by agent structure, causes structural damage, and damper does not play should effect.Big shake down, when suffered stress is slightly larger than yield stress just integral body enter plasticity power consumption state, must all change after the earthquake, economy is relatively poor.And earthquake generally is accompanied by the seismic sequence of principal earthquake, aftershock or group's shake, and aftershock takes place after following principal earthquake mostly closely soon, and the aftershock earthquake magnitude is often bigger, and perdurabgility is long, so the novel energy-consumption damper stage by stage of research and development becomes the task of top priority.
Summary of the invention
The objective of the invention is the defective that exists at existing metal energy-consumption damper, but provide the size of a kind of base area brisance to realize total cross-section power consumption stage by stage and realize the mild steel damper of surrender type stage by stage of hysteretic energy damping.
Technical purpose of the present invention solves by the following technical programs:
A kind of mild steel damper of surrender type stage by stage, the rectangle connection steel plate that this damper is provided with by opposing parallel is connected steel plate and mild-steel energy-consumption steel disc and cuff elements and forms with the folding face; The two ends of described mild-steel energy-consumption steel disc vertically embed the rectangle be the hollow out form respectively and connect steel plate and is connected in the hollow out of steel plate with the folding face, and the two ends of mild-steel energy-consumption steel disc are stretched out rectangle connection steel plate is connected steel plate with the folding face part and linked to each other with cuff elements.
Described folding face connects the folding face width degree of steel plate and the ratio of overall width is 0.2-0.9.
Described mild-steel energy-consumption steel disc is an X-shaped mild-steel energy-consumption steel disc, and the mild-steel energy-consumption steel disc vertically is distributed in rectangle and connects between steel plate and the folding face connection steel plate.
Described mild-steel energy-consumption steel disc adopts the steel of yield strength between 100MPa-225MPa to make, and the mild-steel energy-consumption steel disc comprises Great Wall Software's steel power consumption steel disc and short mild-steel energy-consumption steel disc.
Described cuff elements is welded in rectangle respectively and connects steel plate is connected steel plate with the folding face the outside; Adopt high-strength bolt to connect between cuff elements and the mild-steel energy-consumption steel disc.
The steel that described rectangle connection steel plate, folding face connection steel plate and cuff elements adopt yield strength to be not less than 235MPa are made.
The top of described rectangle connection steel plate is connected steel plate with the folding face bottom links to each other with building structure by high-strength bolt respectively.
The present invention has following advantage compared to existing technology:
The present invention adopts rectangle to connect steel plate and the folding face connects the design of adopting the different mild-steel energy-consumption steel discs of length between the steel plate, has realized the target of the energy-dissipating and shock-absorbing stage by stage of damper, has overcome the single shortcoming of conventional damper damping level; And can be according to specific requirement in actual engineering design, by the quantity of adjusting the mild-steel energy-consumption steel disc, the damper that folding face size produces different initial stiffnesses and energy dissipation capacity.
Damper of the present invention has simple structure, easily manufactured, stressed clear, good endurance, be easy to installation and replacing, space occupancy is little, to building function and appearance effects features of smaller.
Description of drawings
Accompanying drawing 1 is the floor map of the present invention's surrender type stage by stage mild steel damper;
Accompanying drawing 2 is the schematic perspective view of the present invention's surrender type stage by stage mild steel damper;
Accompanying drawing 3 is the middle column type scheme of installation of the present invention's surrender type stage by stage mild steel damper in building structure;
Accompanying drawing 4 is the support type scheme of installation of the present invention's surrender type stage by stage mild steel damper in building structure.
Wherein: 1-rectangle connects steel plate; 2-folding face connects steel plate; 3-mild-steel energy-consumption steel disc; 4-cuff elements.
The specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
Shown in Fig. 1-4: a kind of mild steel damper of surrender type stage by stage, the rectangle connection steel plate 1 that this damper is provided with by opposing parallel is connected steel plate 2 and mild-steel energy-consumption steel disc 3 and cuff elements 4 and forms with the folding face.The top of rectangle connection steel plate 1 links to each other by the upper beam of high-strength bolt and building structure; The folding face connects the folding face width degree of steel plate 2 and the ratio of overall width is 0.2-0.9, and the bottom that the folding face connects steel plate 2 is fixedly linked by high-strength bolt and building structure; The mild-steel energy-consumption steel disc 3 of X-shaped vertically is distributed in rectangle by the hollow out form and connects between steel plate 1 and the folding face connection steel plate 2, the two ends of mild-steel energy-consumption steel disc 3 vertically embed the rectangle be the hollow out form respectively and connect steel plate 1 and is connected in the hollow out of steel plate 2 with the folding face, and the two ends of mild-steel energy-consumption steel disc 3 are stretched out rectangle connection steel plate 1 is connected steel plate 2 with the folding face part and linked to each other with cuff elements 4; Cuff elements 4 lays respectively at rectangle and connects steel plate 1 is connected steel plate 2 with the folding face the outside, cuff elements 4 is welded on rectangle connection steel plate 1 and is connected on the lateral surface of steel plate 2 with the folding face, adopt high-strength bolt to connect between cuff elements 4 and the mild-steel energy-consumption steel disc 3, in order to fixing mild-steel energy-consumption steel disc 3.
X-shaped mild-steel energy-consumption steel disc 3 among the present invention is in use to be bent into main stress form, therefore mild-steel energy-consumption steel disc 3 adopts the steel of yield strength between 100MPa-225MPa to make, its size and thickness should require to determine according to physical dimension in the actual damping scheme and power consumption, because the relative distance that the rectangle that uses among the present invention connection steel plate 1 and folding face connect between the steel plate 2 does not wait, therefore the mild-steel energy-consumption steel disc 3 that uses in the present invention has Great Wall Software's steel power consumption steel disc and two kinds of short mild-steel energy-consumption steel discs simultaneously.For guaranteeing that rectangle connects steel plate 1, the folding face connects steel plate 2 and cuff elements 4 keeps stable under big shake, the steel yield strength that it adopts must not be lower than 235MPa in addition.
Embodiment 1
When column type was installed in the building structure in the middle of the present invention adopted, as shown in Figure 3, several mild steel dampers of surrender type were stage by stage combined, and are installed in the load-carrying members of building structure.The top of the rectangle connection steel plate 1 of the mild steel damper of surrender type stage by stage links to each other by the upper beam of high-strength bolt and building structure, and the bottom of the folding face connection steel plate 2 of the mild steel damper of surrender type stage by stage is fixedly linked by the bearing platform of high-strength bolt and building structure.When earthquake took place, rectangle connected steel plate 1 and is connected steel plate 2 generation relative displacements with the folding face.When displacement hour, the short mild-steel energy-consumption steel disc 3 in the mild-steel energy-consumption steel disc 3 at first reaches yield strength, beginning total cross-section plastic yielding absorbs the energy of earthquake input, promptly the phase I surrenders; When the earthquake effect bigger, when relative displacement continue to enlarge, after the short mild-steel energy-consumption steel disc 3 power consumption contributions; Great Wall Software's steel power consumption steel disc 3 begins to enter plastic yielding immediately, fulfils its power consumption responsibility, i.e. second stage surrender; finally reach the earthquake response of attenuating structure, protection main structure body purpose of safety.
When the present invention adopted support type to be installed in the building structure, as shown in Figure 4, several mild steel dampers of surrender type were stage by stage combined, and are installed in the load-carrying members of building structure.The top of the rectangle connection steel plate 1 of the mild steel damper of surrender type stage by stage links to each other by the upper beam of high-strength bolt and building structure, the bottom of the folding face connection steel plate 2 of the mild steel damper of surrender type stage by stage is fixedly linked by the bracing frame of high-strength bolt and building structure, and bracing frame plays the fixedly effect of damper.When earthquake took place, rectangle connected steel plate 1 and is connected steel plate 2 generation relative displacements with the folding face.When displacement hour, the short mild-steel energy-consumption steel disc 3 in the mild-steel energy-consumption steel disc 3 at first reaches yield strength, beginning total cross-section plastic yielding absorbs the energy of earthquake input, promptly the phase I surrenders; When the earthquake effect bigger, when relative displacement continue to enlarge, after the 3 power consumption contributions of mild-steel energy-consumption steel disc; Great Wall Software's steel power consumption steel disc 3 begins to enter plastic yielding immediately, fulfils its power consumption responsibility, i.e. second stage surrender; finally reach the earthquake response of attenuating structure, protection main structure body purpose of safety.
The present invention is used for the building of multilayer, high-rise concrete structure and steel work, and to solve the safety issue of building structure under geological process, this device both can be used for also can be used in the seismic hardening improvement project in the new construction as the energy-dissipating and shock-absorbing member.
Claims (7)
1. mild steel damper of surrender type stage by stage is characterized in that rectangle that described damper is provided with by opposing parallel connects steel plate (1) and is connected steel plate (2) and mild-steel energy-consumption steel disc (3) and cuff elements (4) with the folding face and forms; The two ends of described mild-steel energy-consumption steel disc (3) vertically embed the rectangle be the hollow out form respectively and connect steel plate (1) and be connected in the hollow out of steel plate (2) with the folding face, and the two ends of mild-steel energy-consumption steel disc (3) are stretched out rectangle connection steel plate (1) is connected steel plate (2) with the folding face part and linked to each other with cuff elements (4).
2. the mild steel damper of surrender type stage by stage according to claim 1 is characterized in that described folding face connects the folding face width degree of steel plate (2) and the ratio of overall width is 0.2-0.9.
3. the mild steel damper of surrender type stage by stage according to claim 1, it is characterized in that described mild-steel energy-consumption steel disc (3) is an X-shaped mild-steel energy-consumption steel disc, mild-steel energy-consumption steel disc (3) vertically is distributed in rectangle and connects between steel plate (1) and the folding face connection steel plate (2).
4. according to claim 1 or the 3 described mild steel dampers of surrender type stage by stage, it is characterized in that described mild-steel energy-consumption steel disc (3) adopts the steel of yield strength between 100MPa-225MPa to make, mild-steel energy-consumption steel disc (3) comprises Great Wall Software's steel power consumption steel disc and short mild-steel energy-consumption steel disc.
5. the mild steel damper of surrender type stage by stage according to claim 1 is characterized in that described cuff elements (4) is welded in rectangle respectively and connects steel plate (1) is connected steel plate (2) with the folding face the outside; Adopt high-strength bolt to connect between cuff elements (4) and the mild-steel energy-consumption steel disc (3).
6. the mild steel damper of surrender type stage by stage according to claim 1 is characterized in that described rectangle connects steel plate (1), folding face and connects the steel that steel plate (2) and cuff elements (4) employing yield strength be not less than 235MPa and make.
7. the mild steel damper of surrender type stage by stage according to claim 1 is characterized in that top that described rectangle connects steel plate (1) is connected steel plate (2) with the folding face bottom links to each other with building structure by high-strength bolt respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010556734XA CN102011439B (en) | 2010-11-24 | 2010-11-24 | Staged Yield Type Mild Steel Damper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010556734XA CN102011439B (en) | 2010-11-24 | 2010-11-24 | Staged Yield Type Mild Steel Damper |
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| Publication Number | Publication Date |
|---|---|
| CN102011439A true CN102011439A (en) | 2011-04-13 |
| CN102011439B CN102011439B (en) | 2012-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010556734XA Active CN102011439B (en) | 2010-11-24 | 2010-11-24 | Staged Yield Type Mild Steel Damper |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953322A (en) * | 2012-12-05 | 2013-03-06 | 江南大学 | Novel bridge shock isolation and absorption soft steel damping device |
| CN103696502A (en) * | 2013-12-09 | 2014-04-02 | 南京工业大学 | Shearing and bending combined type staged yield mild steel damper |
| CN105507440A (en) * | 2015-11-24 | 2016-04-20 | 北京工业大学 | Lattice box type mild steel damper |
| CN106368483A (en) * | 2016-10-18 | 2017-02-01 | 西安建筑科技大学 | S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall |
| CN107254983A (en) * | 2017-07-28 | 2017-10-17 | 中国地震局工程力学研究所 | Replaceable power consumption pedestal based on X-type mild steel piece |
| CN108952281A (en) * | 2017-05-27 | 2018-12-07 | 南京理工大学 | A kind of U-shaped two stages surrender metal damper |
| CN108952282A (en) * | 2017-05-27 | 2018-12-07 | 南京理工大学 | It is a kind of to surrender damping mild steel damper stage by stage |
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| US4959934A (en) * | 1988-01-27 | 1990-10-02 | Kajima Corporation | Elasto-plastic damper for use in structure |
| JPH11324399A (en) * | 1998-05-19 | 1999-11-26 | Shimizu Corp | Shearing yield type steel damper |
| JP3380441B2 (en) * | 1997-09-09 | 2003-02-24 | 鹿島建設株式会社 | Elasto-plastic steel damper coated with paint |
| CN2895575Y (en) * | 2006-05-08 | 2007-05-02 | 卢锐 | Architectural energy-eliminating support metal damper |
| CN1978806A (en) * | 2005-12-02 | 2007-06-13 | 卢锐 | Laminated steel plate energy-dissipation shock-absorbing damp |
| CN201485988U (en) * | 2009-08-21 | 2010-05-26 | 清华大学 | Shearing type metal bending energy-wasting damper |
| CN201865214U (en) * | 2010-11-24 | 2011-06-15 | 南京工业大学 | Staged Yield Type Mild Steel Damper |
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2010
- 2010-11-24 CN CN201010556734XA patent/CN102011439B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4959934A (en) * | 1988-01-27 | 1990-10-02 | Kajima Corporation | Elasto-plastic damper for use in structure |
| JP3380441B2 (en) * | 1997-09-09 | 2003-02-24 | 鹿島建設株式会社 | Elasto-plastic steel damper coated with paint |
| JPH11324399A (en) * | 1998-05-19 | 1999-11-26 | Shimizu Corp | Shearing yield type steel damper |
| CN1978806A (en) * | 2005-12-02 | 2007-06-13 | 卢锐 | Laminated steel plate energy-dissipation shock-absorbing damp |
| CN2895575Y (en) * | 2006-05-08 | 2007-05-02 | 卢锐 | Architectural energy-eliminating support metal damper |
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| CN201865214U (en) * | 2010-11-24 | 2011-06-15 | 南京工业大学 | Staged Yield Type Mild Steel Damper |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102953322A (en) * | 2012-12-05 | 2013-03-06 | 江南大学 | Novel bridge shock isolation and absorption soft steel damping device |
| CN102953322B (en) * | 2012-12-05 | 2014-10-29 | 江南大学 | Novel bridge shock isolation and absorption soft steel damping device |
| CN103696502A (en) * | 2013-12-09 | 2014-04-02 | 南京工业大学 | Shearing and bending combined type staged yield mild steel damper |
| CN105507440A (en) * | 2015-11-24 | 2016-04-20 | 北京工业大学 | Lattice box type mild steel damper |
| CN106368483A (en) * | 2016-10-18 | 2017-02-01 | 西安建筑科技大学 | S-shaped soft steel energy dissipation shock absorber used for shape steel concrete composite shear wall |
| CN106368483B (en) * | 2016-10-18 | 2018-08-07 | 西安建筑科技大学 | A kind of S type mild steel energy dissipation dampers for Profiled bar concrete combination shearing wall |
| CN108952281A (en) * | 2017-05-27 | 2018-12-07 | 南京理工大学 | A kind of U-shaped two stages surrender metal damper |
| CN108952282A (en) * | 2017-05-27 | 2018-12-07 | 南京理工大学 | It is a kind of to surrender damping mild steel damper stage by stage |
| CN107254983A (en) * | 2017-07-28 | 2017-10-17 | 中国地震局工程力学研究所 | Replaceable power consumption pedestal based on X-type mild steel piece |
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| Publication number | Publication date |
|---|---|
| CN102011439B (en) | 2012-01-04 |
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